Naoro Brown hydroelectric project
Client: PNG Power Ltd
Location: Port Moresby, Papua New Guinea
Date: January 2010 – March 2015
Investigating hydropower generation options and power system modelling to supply more renewable energy to PNG’s capital city, displacing costly diesel generation.
Port Moresby is Papua New Guinea’s largest city and has a growing need for reliable and cost-effective power. PNG Power Ltd plans to develop the Naoro Brown hydroelectric project, to add up to 80 MW of much-needed new renewable generation capacity to the Port Moresby power grid, reducing the need for expensive diesel generation.
PNG Power turned to Entura to conduct feasibility studies for the Naoro Brown Project, including detailed site investigations associated with survey, hydrological assessment and geotechnical drilling. A power system study, which modelled the Port Moresby generation and transmission system in detail, assessed any modifications required to successfully connect this new generation into Port Moresby’s transmission system, taking into account options, fault contribution, spinning reserve and reactive power requirements.
Entura prepared a full feasibility study, including a summary of the investigations undertaken, assessment of alternative options, preliminary design of the project, energy assessment based on a simple storage model, project implementation schedule, cost estimation and project economic analysis.
The final preliminary design consisted of a 20m dam to provide 11 Mm3 of live storage for flexibility of operation, 10.35 km x 4.25m diameter headrace tunnel, a surge shaft and 1.71km of power tunnel to a surface power station housing 4 x 20MW Pelton turbines.
Entura presented a cost-effective hydropower project that could be safely and reliably integrated. Based on our extensive hydropower experience, we identified key risks for the project, and guided PNG Power on where best to spend additional funds on further investigations prior to final commitment to the project.
These investigations are being undertaken at the Naoro Brown site and include a grouting trial on the highly permeable vesicular basalt, investigation of the cut-off required on the right abutment of the dam, and some drilling along the headrace tunnel to indicate the tunnelling risks.